13050201CITY OF CUPERTINO BUILDING PERMIT
BUILDING ADDRESS: 10241 PHAR LAP DR CONTRACTOR: LARRABEE & PERMIT NO: 13050201
ASSOCIATES INC
OWNER'S NAME: JOHN & JENNY IKEGAMI 36 RAILWAY AVE DATE ISSUED: 05/29/2013
OWNER'S PHONE:
❑ LICENSED CONTRACTOR'S DECLARATION
License Class_._ Lic. #__6,�y � 73
4"7
�3=t' ti f5oc /
Contractor Date y
I hereby affirm that I am licensed under the provisions of Chapter 9
(commencing with Section 7000) of Division 3 of the Business & Professions
Code and that my license is in full force and effect.
I hereby affirm under penalty of perjury one of the following two declarations:
I have and will maintain a certificate of consent to self -insure for Worker's
Compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
I have and will maintain Worker's Compensation Insurance, as provided for by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued.
APPLICANT CERTIFICATION
I certify that I have read this application and state that the above information is
correct. I agree to comply with all city and county ordinances and state laws relating
to building construction, and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We) agree to save
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses whit may accrue against said City in consequence of the
granting of this permii Additionally, the applicant understands and will comply
with all non -point s9ulrce regulations per the Cupertino Municipal Code, Section
918. �r
�� `�
Signature Date J
❑ OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for one of
the following two reasons:
I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale (Sec.7044,
Business & Professions Code)
I, as owner of the property; am exclusively contracting with licensed contractors to
construct the project (Sec.7044, Business & Professions Code).
I hereby affirm under penalty of perjury one of the following three
declarations:
I have and will maintain a Certificate of Consent to self -insure for Worker's
Compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
I have and will maintain Worker's Compensation Insurance, as provided for by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued.
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to the Worker's
Compensation laws of California. If, after making this certificate of exemption, I
become subject to the Worker's Compensation provisions of the Labor Code, I must
forthwith comply with such provisions or this permit shall be deemed revoked.
APPLICANT CERTIFICATION
I certify that I have read this application and state that the above information is
correct. I agree to comply with all city and county ordinances and state laws relating
to building construction, and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We) agree to save
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally, the applicant understands and will comply
with all non -point source regulations per the Cupertino Municipal Code, Section
9.18.
Signature
Date
CAMPBELL, CA 95008 PHONE NO: (408)364-9000
JOB DESCRIPTION: RESIDENTIAL El COMMERCIAL0
FOUNDATION REPAIR
Sq. Ft Floor Area: I Valuation: $4000
APN Number: 32639049.00 1 Occupancy Type:
PERMIT EXPIRES IF WORK IS NOT STARTED
WITHIN 10 DAYS OF PERMIT ISSUANCE OR
180 DAY M LAST CALLED INSPECTION.
Issued by: Date: L"1
RE -ROOFS:
All roofs shall be inspected prior to any roofing material being installed. If a roof is
installed without first obtaining an inspection, I agree to remove all new materials for
inspection.
Signature of Applicant: Date:
ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER
HAZARDOUS MATERIALS DISCLOSURE
I have read the hazardous materials requirements under Chapter 6.95 of the
California Health & Safety Code, Sections 25505, 25533, and 25534. I will
maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the
Health & Safety Code, Section 25532(x) should I store or handle hazardous
material. Additionally, should I use eqr 'pment or devices which emit hazardous
air contaminants as defined by the Ba Area Ai uality Management District I
will maintain compliance with the C pertino u icipal Code, Chapter 9.12 and
the Health & Safety Code, Secti n 5505, 2 533 n 5534.
Owner or authorized agent: Date:
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of
work's for which this permit is issued (Sec. 3097, Civ C.)
Lender's Name
Lender's
ARCHITECT'S DECLARATION
I understand my plans shall be used as public records.
Licensed Professional
CONSTRUCTION PERMIT APPLICATION
COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION
10300 TORRE_AVENUE • CUPERTINO, CA 95014-3255
_(408) .777-3228 • FAX (408) 777-3333 • building(okupertino.org
i-1 n n nn- nDT!`_TTTAT DVT)NXTT41
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PRO s �
APN# 394 q oe I
AD% /. </ L
OWNERNAME /. /
STREET -ADDRESS
TTY,�}ST�TE,21P
/ 2�/ v
FAX
CONTACT NAME
PH014E-- —._._--
E-MAIi -------______.----.---,
STREETADDRES$T r .. r.� i -------- --
CITY,STATFr-ZIP-----------
FAX -
❑ OWNER ❑ OWNER -BUILDER ❑ OWNER AGENT 0 CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT
CON��TyyRACTORNAME _ LICENSENLT ER LICENSE TYPE ]
BU§,L 23
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STRE&T ADD C�T'� STAT�E,ZIP cr` .-
G T/� C, fy'"fG % Com`
PHONE
ARCIRTECT/ENGINEER NAME
LICENSE NUMBER
BUS, LIC #
COMPANY NAME
E-MAIL
FAX
STREET ADDRESS
CITY, STATE, ZIP
PHONE
DESCRIPTION OF WORK��e
Cs�,•°
1,74
EXLSTINGUSE
PROPOSED USE CONSTR.
TYPE
# STORIES
USE TYPE OCC.
SQ.FT.
VALUATION (S).
-EXISTG
AREA
NEW FLOOR
. AREA
DEMO
AREA
TOTAL
NET AREA
BATHROOM KITCHEN
OTHER
,
REMODEL AREA REMODEL AREA
REMODEL AREA
.PORCH AREA '.1.
.
DECK AREA
TOTAL DECK/PORCH AREA
GARAGE AREA: DETACH
ATTACH
. ,
AD 'ELLJNGUNITS:,"
IS A'SECON'D UNIT ❑ YES
SECOND STORY ❑YES
,
.
BEING ADDED? No
ADDITION? []NO
'
.PRE•APPLICATION C] YES IF YES, PROVIDE COPY OF .
IS THE BLDG AN ❑ YES[LRJ-7CE_1VD_BY.
rte.- ��` = -� _ TO V A�qTION- ;1
u� te=a.- oo
' PLANNINGAPPL#. E] NO PLANNING APPROVAL LEITER
EICHLERHOME? E] NO
�s
V ,
By my signature below, I certify to each of theollowing: I the property owner or authorized agent to act on the property.owner's behalf. I have read this
application and the information I have pro ' ed is cone I ave read the Description of Work and verify it is accurate. I agree to comply with all applicable local
Cupertino to the abogeS! d t' ed rope inspection purposes.
ordinances and state laws relating to ing constru Ion. authorize representatives of enter
Date: �J
Signature of Applicant/Agent:
SUPPLE AL INFORMATION REQUIRED - PLn�ieca> cicz� r_ r.o%n1GiiP�
New SFD ox -Multifamily dwellings: Apply for demolition permit for oyER r you E - �uirDmc LArl vlrw
existing building(s):. Demolition permit is required prior to issuance of building
permit for new building. ExPM3R505X1§NWa �A Pi �Fv�t
�ga r
Commercial Bldgs: Provide a completed Hazardous Materials Disclosure KSTRW_
_
form if any Hazardous Materials are being used as part of this project.73,
_ Copy of Planning Approval Letter or Meeting with Planning prior to ,
.'-1VIA70R-=E`-SA33iTA'IiYSEwER�ISTRIC?�� -
-
submittal of Building Permit application. - � „-
�.F.�
BIdgApp_2011.doc revised 0612111-1
CITY OF CUPERTINO
FEE ESTIMATOR — BUILDING DIVISION
NOTE: This estimate does not include fees due to of/ter Departments (i.e. Planning, Public Works, fire, Sanitary Sewer vrstrict, acnool
nTl.....,. r 1. 11 na, Il.n n[.eliwinnru in inr[anlimf nvOltOhlP ON/I OrP 0111V On e,Ctlntate. Contact the Dept for addn'l into.
[, GL" . 1[[Gj — ..•v ✓..uvas v.. .u... ...............
FEE ITEMS (Fee Resohition 11-053 Eff. 7/1/12)
ADDRESS: 10241 phar lap
DATE: 05/29/2013
REVIEWED BY: MENDEZ
11'fech. Permit Pee:
APN:
BP#: - 5—o' -)a
*VALUATION: $4,000
*PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Repair
PRIMARY SFD or Du lex
USE: p
�llech. ILt.sp. Fe ¢;
PENTAMATION 1GENRES
PERMIT TYPE:
WORK
re air foundation
SCOPE
$0.00
NOTE: This estimate does not include fees due to of/ter Departments (i.e. Planning, Public Works, fire, Sanitary Sewer vrstrict, acnool
nTl.....,. r 1. 11 na, Il.n n[.eliwinnru in inr[anlimf nvOltOhlP ON/I OrP 0111V On e,Ctlntate. Contact the Dept for addn'l into.
[, GL" . 1[[Gj — ..•v ✓..uvas v.. .u... ...............
FEE ITEMS (Fee Resohition 11-053 Eff. 7/1/12)
A,fech, Non Check- FT
Phimh Phm Cheek
Elect. Plan Owck
11'fech. Permit Pee:
Phurzh. PeMlit Fee:
Dec. Permit Fee:
O7her Alech. hasp.
Other Phcmb by p.
07her Elec. Insp.
�llech. ILt.sp. Fe ¢;
Plumb, Insp. Fee:
Elec. Insp. Fee:
NOTE: This estimate does not include fees due to of/ter Departments (i.e. Planning, Public Works, fire, Sanitary Sewer vrstrict, acnool
nTl.....,. r 1. 11 na, Il.n n[.eliwinnru in inr[anlimf nvOltOhlP ON/I OrP 0111V On e,Ctlntate. Contact the Dept for addn'l into.
[, GL" . 1[[Gj — ..•v ✓..uvas v.. .u... ...............
FEE ITEMS (Fee Resohition 11-053 Eff. 7/1/12)
... .............. .........___
FEE
______ __-
QTY/FEE
MISC ITEMS
Plan Check Fee: Hourly Only? 0 Yes 0 No
$0.00
hours Plan Check, Hourly
$133.00 ISTPLNCK
Suppl. PC Fee: 0 Reg. 0 OT
0.0
hrs
$0.00
PME Plan Check:
$0.00
Permit Fee: Hourly Only? 0 Yes Q No
$0.00
Suppl. Insp. Feer Reg. 0 OT
0 0
hrs
$0.00
PME Unit Fee:
$0.00
PME Permit Fee:
$0.00
Construction Tax:
ttcllnintslralhVv 1'ec:
Work Without Permit? 0 Yes (F) No
$0.00
Advanced Planning Fee:
$0.00
I G I hours Inspections
ISTINSP Inspection, Hourly
$266.00 1 1
0
®�
Trmwl Documentorion Fees:
Strong Motion Fee: IBSEISMICR
$0.50
Select an Administrative Item
Bldg Stds Commission Fee: IBCBSC
$1.00
SUBTOTALS:
$1.50
$399.00
TOTAL FEE:
$400.50
Revised: 04/29/2013
[OV92AF0HUM01 _
Building Department
City Of Cupertino
10300 Torre Avenue
Cupertino, CA 95014-3255
Telephone: 408-777-3228
Fax: 408-777-3333
JOB ADDRESS:/0 �-/% %� �44,� i�
PERMIT # /JC% X6),-2 o
OWNER'S NAME:
PHONE
GENERAL CONTRACTOR:4^'~4 rMc)ll5—
BUSINESS LICENSE #
ADDRESS J,� : /,,�-X0 <N
CITY/ZIPCODE:,'—X,;B=-Z e- v� �
*Our municipal code requires all businesses working in the city to have a City of Cupertino business license.
NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTIONS) WILL BE SCHEDULED UNTIL THE
GENERAL CONTRACTOR AND ALL SUBC NT"DORS HAVE OBTAINED A CITY OF CUPERTINO
BUSINESS LICENSE.
I am not using any subcontractors: —�
Signature Dat
Please check applicable subcontra , rs and complete the following information:
Owner / Contractor Signature
Date
SUBCONTRACTOR
BUSINESS NAME
BUSINESS LICENSE #
Cabinets & Millwork
Cement Finishing
Electrical
Excavation
Fencing
Flooring / Carpeting
Linoleum / Wood
Glass / Glazing
Heating
Insulation
Landscaping
Lathing
Masonry
Painting / Wallpaper
Paving
Plastering
Plumbing
Roofing
Septic Tank
Sheet Metal
Sheet Rock
Tile
Owner / Contractor Signature
Date
5COm OF WOP,K;
LA PP,OPO51�5 f0 APPP,OXIMAT�LY 6,5 FSI 1f OF COMPP,OM15�19
POUNnA11ON 5SM WL C I 0CA11ON) A1" 11f P�P,IM V POUNPA110N,
THS P,�T1 OP11' WILL CON515f OP M\ MOVIN611f fop POP,110N 0r 5TMWL
A5 WALL A5 1'Hfi? SPIOpASP 5SL CIF APPLICAP[.�) APJAC�Nf TO 11f
FMCTUFI 51S, THNSW 51�C110N WILL 13l� AffAGV2 TO TI -f �45VNG FNn
WI111 kl CPAV POM5 ANn NSW HOPIZONfA, 5t�(51�T 5-2) T1f 511F WILL
P� POP,M�P AN19 TK CONCP,�S MPOUP,Tn,
PUVANG 19KA.
OCCUPANCY ROUP -P,5
ffY OF CON5T1 UCT10N - VIS
TWO 51'OMY P�5119MN
WOOV PP,AMV CON5TPIUC110N
5QUMP, FOOfA,61�; Approx,240
5P�CIPICA110N5;
CONCP,M COMM551V� 5MN6TH: 2500 P51 MIN, @ 2819AY5
P1;13Ap, n�POP,M P 13AP,5 OF PILL�f 0P, AXLE 5T��L PSP, A5fM A61 51
U51� 6PAPF 40 POP, #4 AN19 5M&[,�V [TINPOP,CING & 6WA
60 POP, # 5 AN19 LAP,61�P,,
INSTALLATION; P,VINFRCING, nOM5, ANP 011 -ISP, �MPFPPFn
�LMNf5 5HALL I f IN PLACE MFOP. POU0N6 CONGM,
P,TINPOP,CMNT" 5HALL P3 CLEAN OF 011.5 ANP OTf FOFN6N
MA11 P,0&.
CI. AMNC�; 3" CL�AP,ANC� 5K&L It PP,OVIP�1 MIT', CONCEM
15 CA5f A6AIN5f �A TH, 2" Mm CONGM �XP05ftb 1"0 �A TH Op
MAT1 P PUf CA5f ACAIN5f POP,MWOPK,
LAPPING; LAP P�INPOPCIN6 5TH 5PLIC�5 A MINIMUM OF 40 HAP,
PIAM�V\5,
NOTA; If 15 \VY IMPOKANT' THAT Al IPPI6AT10N 5Y5TW5, P00F ANP WAC
I9I?AINA6F 5Y5SM5 / CONTI;OL5 ON 51S P� t FNOVASP ANP / OP 5T FICT LY
MAINT'AINFn IN OPTIMUM CONPIT10N TO bI1;�Cf ALL 50UVC�5 OF 5UPTAC� M015TUk�
WALL AWAY FFOM T HPOUNnATION 5Y5SM5, IN 61�N�M, Al AV�A5 AbJAC�Nf
TO T HN MP,IWV FOUNDATION 5Y5SM5 5HOULn 13� MA I\IfAIN�P TO ISOLATE T H
FOUNPAT1ON YpOM �XC�551V� M015T Ut AN19 11'5 INFLU�NC�5, T H15 ffCOMWNDAI1ON
5HO119 INCLUDE PROVIDING 1`051TIV� 6 ENT5 A MINIMUM OF 5 DOW WENT` FWM
T HPffIWSP, FOUNnA11ON 5Y5SM5, THE COMPL�T10N AN19 MAINSNANC� OF T H15
WORK 5HOULD 13� A PART" OF A REGULAR HOWOWW, 51S MAINSNANC� PROGRAM
T HFOUGHOUf T H- 51�PVIC� LIPF OF T H5T1;IDUM,
II II
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(E) CONCRETE PER, FND
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COMMUNITY DE`Ji::L0°,.'�:,N7 DEPARTMIENT ( I
BUILDING DIVISI&NCUPERTINO I 1
A7 i`
This sot of plans and sps 1fi(-• )n s MUST he ken z the
{ I Job sHe during Conste ion. iE is t0 i ., tiz,y
char.,cis or ai er is on U or ar I
Itherefrom, without approval;
I( The stai1 pi rg of this plan nm,` S fir I_ 1_. � -)
be Tie -Id to pi -n i;i or C } 3< an JAI of t:-,,
of any pravis, - SOT z Fly CiFy -` co
BY
DATE 13t.
I I I I I PERMIT NO.
I I I I I L--------, I
I I I I LI
H FMCfUk� LOCA110N
------------
IY 21 N3
l I 11 I I REVIEWED FOR C (COMPLIANCE
I I I I I I Reviewed Sy„
II II II I
— — — — — N01f; APROXIMATf LAYOUT' OF 5TRUCTUIT, I
II
fi
0F F I C E
LARRABEE & ASSOCIATES, INC.
GENERAL ENGG. CONTRACTORS
AND CONSULTANTS
LIC.# 525473 A-HAZ / C-8 / HIC
CAMPBELL . MORGAN HILL
PHOM: (408) 3644000
0
0
0
o
\J
�
N
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O
�r
1%IL� #
LAS 3_05_08
INITIALS:
5CAL�: V5
PK :
05/ 24/ 13
5H��f:
I OF 2
0
The UFP provides a retrofit method to anchor the mudsill to t
he side
` of the foundation in applications where minimum vertical clearance exists.
/ The UFP is also designed to perform when the mudsill is offset from the
foundation up to 2'.4' or extended beyond the foundation u to'h'.
Wi U may a used in place o e
MATERIAL: 14 gauge and FAP connectors.
FiNISH: Galvanized. May be ordered HDG, contact Simpson Strong -Tie.
See Corrosion Information, page .10-11.
INSTALLATION: • Use all specified fasteners; see General Notes.
• Loads are based on test results using Simpson Strong-Tiee
SDS'/: x3' screws, which are supplied with the UFP10.
• Alternate tag screws will not achieve published loads.
• Refer to technical bulletin T ANCHORSPEC or flier F -PLANS for
Post -installed anchorage solutions (seepage 191 for details).
CODES: See page 12 for Code Reference Key Chart.
• Mbdel lt4ax14patIQQ to _ :: Fasienei's , ',
IVo Pit ellaehoiBctt' Jlncho !301 J—�` -
• �i°1oi'K'dia ;Q�, ..:Ota . ;� Ptete � 'i
UFP14-SDS3 6•
2 '/� 5 -SDS Y<'x3'
t. Allowable toads have been increased 60% for wind or earthquake loading
with no further increase allowed; reduce where other load durations app
2. tach anchor bolt requires a standard cut washer. ly.
63/4
OFPJD installed
on a Straight Foundation
With '/s" Offset Mudsiii
^� x
Code.;
Rpt:. U.S. Patent
5.732,519
1340 s� 120, L26, Fig
The FAP Plate connects the mudsiif to the foundation, and is
designed to provide lateral load
resistance. .
The FJA Foundation Joist Anchor nails or bolts directly into
floor joists, providing a direct
connection between the foundation
and joist to resist uplift and lateral forces. FSA Foundation
r Stud Anchor nails or bolts to floor
i
joists, or nails to the stud.
Plywood sheathing may require
notching
installation. with stud to foundation
MATERIAL: FAP -7 gauge; all others -12 gauge
FINISH: Galvanized. May be
f r
ordered HOG, contact Simpson
Strong -Tie. See Corrosion information,
r ~;
INSTALLATION: page 10-11,
• Use all specified fasteners; see General Notes.
• Refer to technical bulletin T ANCHORSPEC
r
for post-
installed anchorage solut-
1---
CODES: See page 12 for Code Reference Key Chart' for details). FAP
(screws not included)
These products are available with additional corrosion protection. Additional products on
this page may also be available with this option, check with Simpson Strong -T. for details.
Li
t. Avowable loads have been increased 60% for wind or earthquake loading
with no further increase allowed; reduce where other load durati
2. For redwood mudsills, reduce Ft on FAP to 840 tbs. ons govern.
3. Spacing to be specified by the Designer.
4. FAP shall use a minimum SOS wood screw length of 2'h' plus
the shim thickness.
5. The shim must be fastened to the mudsill by means other than
the FAP SDS wood screw.
6. FAP may be installed with v.• HDG tag boils. Follow code
requirements for predrilling.
7. NAILS: 10dxt'h _ 0.148' dia. x 1'h' long.
See page 16-17 for other nail sizes and information.
simpS®Abt
Strong -Tie
2w. Max
UFPfQ installed
on a Straight foundation
UFP10 Installed
a Trapezoid Foundation
Add a shim between plate and sill when
Space is between Y%, and 1 h'. When
space exceeds 1!1,' use the UFP. The shim
must be fastened to the mudsill by means
Other than the FAP SDS wood screw.
Typical FSA installation
Foundation to Stud
r
r
f
Site Specific Fracture Site Dimensions:
Totat Length: Approx. 6,5'+/ -
Width: Existing
Heigth: Varies
Notes:
- All work is a voluntary foundation
systems renovation.
- Concrete to test #2500 ® 28 days, typ.
- T-24 not required
Deteriorate,
(if appiicab
Horizontal
Extei
if deterioration of steel
Is present replace w/
Lap rebar Min. 40 dia.
Drill (n) rebar min. 6'
Into (e) ftg w/ epoxy, typ.
demolished area
Place vertical rebar
4 12' o,c, and w/In 6' of
Q 4 each end of demo'd area,
_ (e)_rebar _ _ _ _ (n) #4 rebar
-_- -.-- ----- (n) #4 rebar
• MIN, 6'
Q I It` 121)
4 I.
a d OilI
a yU l4 u a
a d d (e) Stemw all
Q
//,-- (N) anchor bott (if applicable)
(E) Condition
Section View Not to scale
4 Q 4
---=----__ - -_---____-__-
MIN, 6'
4 4
Typ. Horizontal Rebar Det.
Side View
See detail 2
Not to scale
D Iti .6
co
D a
II
II
-3"min—{ 1-3"min.
II
U
(e) Footing
(N) 5/8' x 10" Anchor bolts w/ galvanized
washer 3" x 3" x All or Simpson UFP10
retrofit anchor plates per manufactures
guidelines.
,— (n)conc.
(n) rebar (#4 vertical dowels) to be doweled
into existing concrete a minimum of 4"
every 12" and set with epoxy. Top of
vertical dowel to intersect horizontal rebar
member and to be tie wrapped. See detail(9
/✓o ,��IAL //V��� GZ7onl
Typ. Horizontal Fracture Renovation Det.
Section View
Not to scale
LARRABEE & ASSOCIATES, INC.
GENERAL ENGG. CONTRACTORS
AND CONSULTANTS
LIC.# 525973 A-HAZ / C-8 / HIC
CAMPBELL . MORGAN HILL
PHore: (408) 3649000
FU #
LAIJ3 05 05
INITIALS:
5c&I : N,1'5
Pff�; 05/ 24/ 1'5
5H�f: 2 OF 2
CUPER IN
itiliidinq C)apsrlrTt
t
�S F
E
By
Typ. Horizontal Fracture Renovation Det.
Section View
Not to scale
LARRABEE & ASSOCIATES, INC.
GENERAL ENGG. CONTRACTORS
AND CONSULTANTS
LIC.# 525973 A-HAZ / C-8 / HIC
CAMPBELL . MORGAN HILL
PHore: (408) 3649000
FU #
LAIJ3 05 05
INITIALS:
5c&I : N,1'5
Pff�; 05/ 24/ 1'5
5H�f: 2 OF 2